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contributor authorShu-Qing Yang
contributor authorJohn A. McCorquodale
date accessioned2017-05-08T20:44:52Z
date available2017-05-08T20:44:52Z
date copyrightMay 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A5%28458%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25727
description abstractA method for computing three-dimensional Reynolds shear stresses and boundary shear stress distribution in smooth rectangular channels is developed by applying an order of magnitude analysis to integrate the Reynolds equations. A simplified relationship between the lateral and vertical terms is hypothesized for which the Reynolds equations become solvable. This relationship has the form of a power law with an exponent of
publisherAmerican Society of Civil Engineers
titleDetermination of Boundary Shear Stress and Reynolds Shear Stress in Smooth Rectangular Channel Flows
typeJournal Paper
journal volume130
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:5(458)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
contenttypeFulltext


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